Search Nevada County Historical Archive
Enter a name, company, place or keywords to search across this item. Then click "Search" (or hit Enter).
To search for an exact phrase, use "double quotes", but only after trying without quotes. To exclude results with a specific word, add dash before the word. Example: -Word.

Collection: Directories and Documents > Pamphlets

Effects of the Truckee, California Earthquake of September 12, 1966 (PH 15-16b)(1967) (25 pages)

Go to the Archive Home
Go to Thumbnail View of this Item
Go to Single Page View of this Item
Download the Page Image
Copy the Page Text to the Clipboard
Don't highlight the search terms on the Image
Show the Page Image
Show the Image Page Text
Share this Page - Copy to the Clipboard
Reset View and Center Image
Zoom Out
Zoom In
Rotate Left
Rotate Right
Toggle Full Page View
Flip Image Horizontally
More Information About this Image
Get a Citation for Page or Image - Copy to the Clipboard
Go to the Previous Page (or Left Arrow key)
Go to the Next Page (or Right Arrow key)
Page: of 25  
Loading...
6 EFFECTS OF TRUCKEE, CALIFORNIA, EARTHQUAKE OF SEPT. 12, 1966 westbound lane bridge failed by slumping. This fill consists of decomposed granite that was displaced about 314 ft southward at the surface; the depth of displacement extended to at least 4 ft. Little or no damage oceurred to the bridges from Union Mills east to Floristan. The approaches to the bridges at Floristan and between Union Mills and Boea, however, settled. The south abutment of the Prosser Creek bridge on Highway 89 just west of Prosser Reservoir was damaged slightly. This damage consisted primarily of spalling of the conerete, probable displacement of the south abutment about half an inch to the west, and cracks in the west eurb. HIGHWAYS Artificial fill along a 3-mile section of Interstate Highway 80 southeast of Boca Reservoir locally slumped during the earthquake. The longest of these slumps was a 1,100-ft section near Hinton that failed along the cut-fill contact and resulted in displacements of as much as 6 in. horizontally and 10 in. vertically (figs. 10 and 11). The several smaller failures along the 3-mile section southeast of Boca Reservoir were chiefly in the eastbound or outer lanes or in filled sections of the highway. The failures occurred at the cut-fill contact. Additional damage along Interstate Highway 80 was caused by boulders as large as 10 by 10 by 8 it that fell along cuts especially where the highway passes over or through talus deposits. RAILROADS The Southern Pacifie Lines suffered both physical damage and downtime because of the earthquake. Between Boca and the California-Nevada boundary boulders fell onto the rails and halted the westbound traffic. Impact of some of the boulders locally displaced the tracks about 2 in. horizontally. Boulders also reportedly fell on a 10by 12-ft snowshed and damaged the structure; the exact location of the structure is unknown but was reported by Southern Pacifie personnel to be in the Truckee Canyon between Boca and the California-Nevada boundary. The railway roadbed was displaced both vertically and horizontally where it traverses loose fill over the stream flowing from Boca Reservoir. The tracks here required both realinement and repeated regrading. Mr. Reuben Acala reported that the ' 30° : pa Upstream Impervious Selected well-graded /SST core compacted fill im Ga FIGURE 5.—Cross section of Prosser Dam showing location and inferred extent of cracks in dam.